HomeMy WebLinkAboutPRODUCT APPROVAL i
3/29/2018 I Florida Building Code Online
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ProducE'0.vpmvaYMenu>Prmductor bp'licatlan-Search>Appllcation List>,Application Detell
JUN 1 1 2018
FL# _ 1`1_955544,
- Application _type_ Revision- ST. Lucie County, PQrmitting
Code Version 2017 --
Appiication;Status Approved'
Comments
Archived: "._7
•Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Erimail 701 S. KING'SM
FAYETTEVILLE,NC'28301
;(910)'483-0479 Ext 256
jstieby@unioncorrug ating.coni'
Authorized Signature John Stieby
jstieby@unioncorrugating.com
Technical:Representative,
Address/Phone/Email'
Quality Assurance Representative
Address/Phone/Email'
Category- Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a,Florida Registered Architect or a Licensed Florida
Professional Engineer
--i Evaluation Report-Hardcopy Received
Florida Engineer or Architect.Name who developed. Bala Sockalingam
the-Evaluation:Report
Florida License PE-62240'
Quality Assurance Entity Keystone Certifications,Inca .
Quality Assurance Contract Expiration Date. 09/07/2027
Validated By I Yoosef LiWi,P.E.
-e! Validation Checklist-Hardcopy.Received
Certificate of Independence FL9555_2114 COI•-CertificateIndeoentlence.pdf
Referenced Standard and Year(of,Standard) Standard Year
ASTM E1592 2005
FM 4470, 2012
Equivalence of Product Standards
Certified By
Sections from the Code
F. LE COPY
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3/29/2018 �, Florida Building,Code Online
-Product Approval"Method' Method 1 Option D
Date Submitted 08/23%2017
Date'Validated 08/28/2017:
Date Pending FBC"Approval, -09/09/201T
Date Approved, 12/12/2017,
Summkiryof Products'.. .
FL-# Model,Number or Name Description
9555.L W..'Panel I 29 ga.,24"wide,through fastened.panel over wood supports
Ltmits.of Use Installation Instructions,
Approved fotpse in HVHZ:No. FL9555 R4 t E �VaIUatiohReportQ172 1: '
Approved for use outside HVHZ:Yes' Verified By:Bala Sockalingam PE"62240.
Impact Resistant N/A. I 'Created by Independent Third Party Yes,
Design Pressure +N/A/-70,25, 4 Evaluation,Reports
Other:Uplift load of 70.25 psf @:support spacing'of 24"o..c:, FL9555 R4 AE EvaluationReporfC2172 1.pdf.
Created by IndependentThlyd Party:Yes
9555.2' 'MasterRib.Pane6 26 ga:,36"wide,through fastened panel over steel supports"
Limits"of Use Installation Instructions•
Approved,for use In•HVHZ:No i 176555"'R4 11 EvaluAtionkeDOrtC2172.2.pdf:
Approved for Useoutslde,HVHZ:Yes Verified By: Bala Sockalingam PE 62240.
Impact Resistant:N/A," I Created by Independent.ThIM Party:,Yes
Design Pressure:+N/A/47.2" Evaluation Reports
Other:Uplift•load of 47.2 psf @"support spacing of 60"o.c. FL9555 IR4;AE EvaluatlonRepOrtC2172 2,6df
. Created by Independent Third Party Yes
9555.3' MasferRlb,Parcel; 29,ga.,36",wide,through fastened panel.over steel supports
Limits of Use Installation Instructions
Approved for use in HVHZ:"No FL9555 R4 II EvaluationReporl:Qf72 3.pdf,
Approved,for use outside HVHZ:Yes; Verified By:Bala Sockalingam PE 62240
Impact"Resistant:'N/A Created by Independent.Third Party:'Yes
Design'Pressure:+27:1/-37.7 Evaluation Reports
Other:'Deslgn•load-of'27.1&-37.7:psf
at support spacing of FL9555 R4 AE EvaluationReport0f72 3.odf'
481:O.C. "Created by Independent Third Party:Yes,
I
9555.4 Masterlklb Panel 29'ga.,36"wide,througFi fastened panei'over wood supports
Limits of Use installation•Instructions
Approved for use in HVHZ:'No FL9555'R4"1I EvaluationReportC21721"4.0-
Approved for use outside.HVHZ:"Yes Verified.By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by'Iridependent'Third Party:Yes
Design Pressure:+27.1/-36:2 . Evaluation Reports
Other:Design load of 27.1&-36.2'psf at support spacing of FL9555'R4 AE EvaluationReportC2172-__if'
48"o.c, Created by Independent Third Party:Yes
9555.5 MasierRifi Panel 29 ga.,36"wide,through fastened pane_I over nom. 1"x 4"
wood supports
Limits of Use Installation Instructions"
Approved for use In HVHZ:No, FL9555 R4.II 'EvaluationReoortC2172 'S.od
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,PE,62240
Impact Resistant:N/A Created"by Independent Third.Party:Yes "
.Design Pressure:+N/A/-138,9 Evaluation,Reports
Other:Upilft load of 138;9 psf @:support spacing of 24"'o.c. FL'9555 R4 'AE EJaluationReoortC2172 S.I]Af.
Created by Independent Third Party:Yes
9555:6 PBR•Panel Min.26'ga.,36"wide,through fastened roof panel over open
"steel supports
Limits of Use Installation Instructions
Approved for.use.inHVHZ-.No FL9555 R4 II EvaluationReoortC2172 6.p
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 02240'
Impact Resistant:N/A Created by IndependentThlyd"Pally:Yes
Design.Pressure:+.96/-163, Evaluation Reports
Other:Design toads of 96&-163"psf at support spacing of 'FL.9555 R4.•AE-"EvaluationReportC2172
20"o.c. Created by Independent•Third Party:,Yes
Eacic� Next
contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:"mn-4ymli;24
The State of Florida Is an AA/EEO employer.�yritght 2007-2013 State of Florida, Privacy Statement::Accessfbi0ty Statement::Refund Statement
Under Florida law,emall addresses are public retards.If you do not wantyour a-mail address released In response to a public records request,do not send electronic
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3129121)1i3 Moda Biiildiing Code,Onlihe
.mall to,this entity.Instead,contact the oMce by phone or by traditional mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section,
455:275(1),Florida Statutes,effective'October 1',2012,licensees licensed under Chapter 455,F.S.must.provlde the.Departmentwith an email address If they have
one.The emalls provided may be.used for offidal communlcation'with the licensee.However email addresses are public record.If you do not wish to supply a personal
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.i •
EVALUATION REPORT"OF
;.� UNION CORRUGATING COMPANY
j1:• "26 6A.MASTERRIR PANEL'
?i• OVER STEEL SUPPORTS
FLURIDA BUILDING CODE,6TH EDITION,(201.7.)
{' FLORIDA PRODUCT APPROVAL
f FL 9555.2=R4
STRUCTURAL COMPONENTS
.,
ROOF DECK
j Prepared For:
I. Union Corrugating Company
j. 701,S.King St
Fayetteville,.NC.28A61
'Telephone:: (910)'483-0479
Faz: (910),483-.1091
1
Prepared By:
Bala Sockalingam;Ph.D.,P.E.-
Florida Professional Engineer,#62240
{ 1216 N Lansing Ave.;Suite C
Tulsa,OK 74106.
j 'Telephones, .(918)492=5992;
FAX:' (866)366=1543
{ This report consists of
I
Evaluation Report,(3:Pages,including;cover) .
Installation.Details(1 Page)
3 Load Span Table(I-Page) 0°;s°°G ALING®le
dd O, .,
g .
d m•: No. ;tL
i( ;w
Report No: C2172-2
Date:8.20.2017 oQ:
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O• Ft0Al
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FL 9555.2-R4
C2172=2
8.20.2017
Page 2:of 3
Manufacturer: Union Corrugating_ Company
Product Name: MasterRibl Panel
Panel Description: 36"'wide,ci verage with 3/4"high ribs at 9"o:c.
Materials.. Minimum 26•ga., 80 ksi steel..Galvanized..coated steel (ASTM A653)
or Galvalume.-coated steel (ASTM A792); or painted steel (ASTIvi
A755): �I.
Support Iescription: Min 16 ga:;:50,ksi.steel.. (Must be designed by others)
slope:: . 1/2 12.or greater in accordance-with FBC 2017 Section 1507 4:2
Design.Uplift Pressure: 47:2.psf @ I aximum support spacing of 60"'oxc,
(Factor of Safety=2)
Support Attachment-. #12-1S4.x 1"Jong.splf-drilling;screws with.wasl ers
At end supports @ 3 ":-5.5"-3 5" o.c.across panel width
At intermediate supports .@ 9"o:c.across.panel width .
SidelapAttachmerit. 1/a"=14:x 7/8'�long'SDS_'with washer.@ 30"o:c,
Test Standards: Roof rise �t tested in accordance, with, ASTM E1592-01. "`Test
Method_for Structural' Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and.FM 4470:
Section 5.5 `i esistance.to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed iniASI11 E1592'=05(2012).
The. test procedure in. FM 4470 (1992) comply, with,test procedure
'prescribed in,FM:4470(2012).
Code Compliance: The;product described,herein has demonstrated compliance with FBC
2017 Sectioni1507.4.
1
Product Limitations: Design wind 1loads,shall be determined for eaeh project in accordance
with FBC 20,1.7 Section 1"609 :or ASCE' 7-10 using allowable stress
design; The :maximum support spacing listed herein shall not be
exceeded., Tlie,design,uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
is not approved for use in the High Velocity Hurricane .Zone. Fire
classification is-not.within scope of this Evaluation Report. Refer to
FBC 2017 'Section,. f505 and. current approved roofing materials
directory for fire ratings of this,product.
i
FL 9555.2-R4
C2172-2
8.20.2017
PAg_e 3 of 3
Suppordng:Document; ASTM E1592•Test Reports
Farabaugh Engineering,and Testing Ino:
Project No.,T163-06,Reporting Date,6/7/06
:FM 4470:Test Report
ENCON Teclinol'ogy,Inc.
C.1583-2;Reporting.DAte.7/24/08,
I .
PANEL FASTENER SEE PANEL SIDELAP . SIOELAP''FASTENER
® 9" O.C. _ DETAIL ®'•30" OX.
9 O_,C. MASTERRIB
.INTERIOR SUPPORT Sr- �. PANEL / \ 3
MIN 16,GA: STEEL - 9
(DESIGNED'BY OTHERS)
PANEL,FASTENER_® 'SIOELAP•,FASTENER
30 O.C:
�9'O.C. MASTERRIB'
-END SUPPORTS PANEL
- - i
MIN 16 GA. STEEL
(DESIGNED BY OTHERS) 0 0
TYPICAL PANEL 'INSTALLATION: X.SECTION �ry,c
Wm
Z1 AD
O. ZN
[L IL Mz
w - m
MASTERRIB PANEL.FASTENER, SIDELAP FASTENER PANEL FASTENER'® vi o
PANEL ® 9" O.C.. ®30" O.C: 3.5"-5.5 3.5'';Q:C.
IV
MAX 60"'O.C. a W.
MIN 16 GA. STEEL (SEE LOAD SPAN TABLE FOR o
(DESIGNED;BY OTHERS) ALLOWABLE_ LOADS AND.'SPANS) ¢ o
m a;
�S.
-SECTION VIEW
GENERALNOTES:
1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH'THE'FLORIDA V,
4. PANEL
IB BUILDING CODE (FBC).
SIDELAP FASTENER 2. ROOF PANELS SHALL BE 26 GA. (t ='0.017'�. EFFECTIVE COVERING WIDTH I
1 J4"-14 SOS WITH _ 'ROOF
36'.
WASHER ® 30` O.C. NEL FASTENER 3. ROOF.-PANELS SHALL BE• INSTALLED OVER STRUCTURE AS'SPECIFIED ON THIS
2-14 x_1"-LONG DRAWING:
S WITH WASHER 4. REQUIRED DESIGN WIND LOADS.SHALL BE DETERMINEDFOR EACH PROJECT.
THIS PANEL.SYSTEM MAY:NOT. BE INSTALLED .WHEN THE REQUIRED DESIGN,
,WIND_.LOADS•ARE.GREATER THAN THE ALLOWABLE DESIGN LOADS:
5. ALL FASTENERS"MUST BE IN ACCORDANCE.WITH THIS DRAWING,& THE FLORIDA.
MIN-16 GA: STEEL BUILDING CODE. IF A DIFFERENCE"OCCURS BETWEEN THE MINIMUM
G BY.OTHERS :REQUIREMENTS OF THIS DRAWING.'& THE-'CODE, THE.CODE'.SHALL CONTROL.
(DESIGNED- ) -6. SUPPORTS MUST BE DESIGNED,TO WITHSTAND.WIND LOADS AS.REQUIRED•
"PANEL 'SIDELAP REQUIRED FOR EACH'-APPLICATION-AND ARE THE RESPONSIBILITY-OF OTHERS. ,
-7. PANELS MAY'SPAN BETWEEN'EAVE TO RIDGE SUPPORTS1OR:RAKE TO RAKE
SUPPORTS. 217 -2
. $HEFT NO.
Fi
UNION CORRUGATING COMPANY
a,sterRib Roof Panel
36 wide,25 ga. (min) Sfeel Panel over Steel Supports
s 'Span Loading Allowable.Load(pso
Condition Type Support Spacing(ft)
_ 1.% 1.75' 2:06 2.50 3.00 3.50 4.06 4.56, 416
Two Span Uplift- 1383 118.5 103.7 83.0 69.2 59.3 5 L9 46.1 37.7
Three Span Uplift 107.2 134.7 111.9 04.3 78.6 67.4 58.9 52.4 47.2
Fou or More.: Uplift, 151:)• , t�5.6 113:4. .90.8. 75.6, : 64.8 .56.7, 50.4.- 44.1
Spans
Notes:
1. Allowable load for each condition is the smallest load calculated based on-,fastener capacity,panel strength and
and deflection limit ofU180. Allowable loads are.calculated for;minimuin 26 ga.-panel,
2.'The wind load is.taken as O,Ttimes the'"component and cladding"loads for.the purpose of determining deflection.limit.
3: The panel allowable properties are determined from full scale ASTM El 592.tests at 5.'0"span
4. The'panel fasteners are.#.12-14-x 1"long selfdrilling screws with washers. Fastener spacing,aeross panel width
t is 9.0"•o.c.•in,the interior supports and 3:5"S'.5"=3',5"o:c:,at panel ends.
S. SideIap fasteners are.1/4"44 x 7/8"long self drilling screws with washer at 30"o.c.
6. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel.
7.The panels may span'from eave to ridge or rake to rake:
.8:.Panels must•be installed as,per.Evaluation;kepore-FL:9555.2 and Union current installation procedure.
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1216 N-Lansing Ave.,Suite C js ° 'S'OWN as4 liala'Sockalingam, 'Ph.D.,P.E.
g Tulsa,OK 74106. PE 62240
918 492 5992- 2cs it Z7